Rainwaters Solution DWG Detail for AutoCAD

Rainwaters Solution DWG Detail for AutoCAD

Rainwaters solution , subdivision 83 housings General plant, details and boxworks.

Drawing labels, details, and other text information extracted from the CAD file (Translated from Spanish):

Cms., Cms., New street, scale, General floor plan loteo, Pje new, New street, Pje new, green area, Jose joaquin perez street, Street ignacio carrera pinto, New street, Several owners, Water glass enclosure, Essbio, Gravel road with no name, Pr., Decanter chamber, Drain cleaning chamber, Decanter chamber, Drain cleaning chamber, sink, camera, Infiltration ditch m., Alternating each cms., Perforations mm., Duct mm., Without esc., Drains detail, concrete, concrete, Interior stucco, Decanter in, cut, Roadway level, Folding grille, profile, Cms., Cap h.c.v., Type roadway, stucco, Cms., sill, Horizontal grid, cut, sill, Cms., Cms., plant, Esc., Grille detail, Inner strips, Cms., Perimeter frame, platen, Detail type sinks, Trench, mesh, concrete, water mattress, mesh, concrete, Emplantillado, concrete, variable, mesh, Emplantillado, concrete, cut, plant, Esc., Decanter chamber detail, Download camera, Decanter in, Mm., Thick polyethylene, Gravel, Thick coarse sand, Fill in cms. with, Filter pipes, Mm., Perforated, Compacting excavation, Fill with material from the, Mm., Thick polyethylene, Detail of infiltration trench, Esc., Bolts of max., Cms., Cap h.c.v., Type roadway, infiltration, Trench, mesh, concrete, plant, infiltration, Esc., Detail drainage cleaning chamber, mesh, concrete, Emplantillado, concrete, cut, Demountable topas, For cleaning, Cap h.c.v., Type roadway, Cap h.c.v., Type roadway, Cap h.c.v., Type roadway, Cap h.c.v., Type roadway, Demountable topas, For cleaning, Cap h.c.v., Type roadway, variable, Demountable topas, For cleaning, mesh, Emplantillado, concrete, water mattress, cut, Cap h.c.v., Type roadway, Download camera, manifold, Rainwater, Ml., Trench, sink, camera, Decanter, kind, infiltration, Ml., others, designation, New street, Ml., New street, Pje new, Mm. M.

Raw text data extracted from CAD file:

\A1;15 \A1;120 \A1;15 \A1;150 \A1;15 \A1;170 \A1;15 \A1;200 \A1;45 \A1;30 \A1;50 \A1;30 \A1;45 \A1;60 \A1;80 \A1;60 \A1;200 \A1;15 \A1;30 \A1;30 \A1;5 \A1;15 \A1;45 \A1;80 \A1;45 \A1;15 \A1;200 \A1;30 \A1;15 \A1;5 \A1;15 \A1;120 \A1;15 \A1;150 \A1;30 \A1;30 \A1;VARIABLE \A1;100 \A1;45 \A1;45 \A1;20 \A1;30 \A1;30 \A1;50 \A1;30 \A1;200 cms. \A1;70 \A1;220 cms. \A1;15 \A1;120 \A1;15 \A1;150 \A1;15 \A1;120 \A1;15 \A1;150 \A1;45 \A1;30 \A1;50 \A1;30 \A1;45 \A1;60 \A1;80 \A1;60 \A1;200 \A1;15 \A1;30 \A1;30 \A1;5 \A1;15 \A1;20 \A1;80 \A1;20 \A1;15 \A1;150 \A1;25 \A1;25 \A1;VARIABLE \A1;VARIABLE \A1;VARIABLE \A1;VARIABLE \A1;15 \A1;30 \A1;30 \A1;5 \A1;15 \A1;120 \A1;15 \A1;150 \A1;30 \A1;30 \A1;108 \A1;123 \A1;198 \A1;123 \A1;198 \A1;153 N I H G F E D C A CALLE NUEVA 1 ESCALA 1:500 PLANTA GENERAL LOTEO PJE. NUEVO 1 B CALLE NUEVA 2 PJE. NUEVO 2 AREA VERDE 1 CALLE JOSE JOAQUIN PEREZ CALLE IGNACIO CARRERA PINTO CALLE NUEVA 3 VARIOS PROPIETARIOS VARIOS PROPIETARIOS RECINTO COPA DE AGUA ESSBIO CAMINO DE RIPIO SIN NOMBRE PR. \W4.47619; \A1;CP = 99.97 \W4.47619; \A1;CT = 100.1 0.21ha A1 0.24ha A2 0.14ha A3 A4 0.26ha A5 0.3ha 100.00 100.00 100.00 100.25 100.25 100.00 100.00 99.75 99.75 99.75 99.50 100.25 100.50 100.25 100.50 100.75 100.75 100.75 100.50 100.50 100.75 100.75 100.75 100.75 CAMARA DECANTADORA 2x1.5m. CAMARA DECANTADORA 2x1.5m. CAMARA DE LIMPIEZA DE DRENES 1.5x1.5m. CAMARA DE LIMPIEZA DE DRENES 1.5x1.5m. CAMARA DECANTADORA 2x1.5m. CAMARA DE LIMPIEZA DE DRENES 1.5x1.5m. SUMIDERO S3 Nº2 CT= 100.1 CRs= 99.01 SUMIDERO S3 Nº3 CT= 100.15 CRs= 99.06 SUMIDERO S3 Nº4 CT= 100.15 CRs= 99.06 SUMIDERO S3 Nº1 CT= 100.3 CRs= 99.21 SUMIDERO S3 Nº5 CT= 100.7 CRs= 99.61 PVC-S D=315mm. L= 4.5m. PVC-S D=315mm. L= 4.5m. PVC-S D=315mm. L=5 m. PVC-S D=315mm. L=5 m. CAMARA N°1 CA= 100.2 CRs=98.03 H=2.17 m ZANJA DE INFILTRACION Nº2 L= 18 m. ZANJA DE INFILTRACION Nº1 L= 20 m. ZANJA DE INFILTRACION Nº3 L= 20 m. ALTERNADAS A CADA 20 cms. PERFORACIONES d 18 mm. DUCTO PVC-S D= 300 mm. o 90 o 120 Sin ESC. DETALLE DE DRENES HORMIGON H25 510 KG CEM/M3 HORMIGON H25 510 KG CEM/M3 ESTUCO INTERIOR 109 PVC-S 315mm. i=3% DECANTADORA EN 30 CORTE B-B NIVEL CALZADA REJILLA ABATIBLE S/DETALLE 15 35 Fe L2"x3/16" PERFIL L 50x50x4 15 15 30 60 cms. TAPA H.C.V. TIPO CALZADA ESTUCO 15 15 R=30cms. 66 cms. SOLERA SOLERA REJILLA HORIZONTAL S/DETALLE CORTE A-A 15 SOLERA A B 66 cms. 35 15 15 10 15 15 15 A 60 cms. 15 PLANTA B ESC. 1:20 DETALLE REJILLA Fe d3/4"@5cms. \A1;41 PLETINAS INTERIORES \A1;66 cms. MARCO PERIMETRAL PLETINA 75x12mm. 75x12mm. \A1;5 DETALLE SUMIDEROS TIPO S3 A B 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PVC-S D=300mm. i=0.5% PVC-S D=300mm. i=0.5% ZANJA DE MALLA d8@20 HORMIGON H25 COLCHON DE AGUA 5 5 5 5 5 5 5 5 5 5 5 MALLA d8@20 HORMIGON H25 EMPLANTILLADO HORMIGON 5 5 5 5 5 5 5 5 VARIABLE i=0.5% MALLA d8@20 EMPLANTILLADO HORMIGON HORMIGON H25 PVC-S D=300mm. CORTE A-A CORTE D-D PLANTA ESC. 1:25 DETALLE CAMARA DECANTADORA DESCARGA A CAMARA DECANTADORA EN e= 0.2 mm. POLIETILENO GRUESO Y GRAVA AL 50% ARENA GRUESA LIMPIA RELLENAR 50 cms. CON TUBERIAS FILTRANTES PVC-S D=300 mm. i=0.5% PERFORADA S/DETALLE EXCAVACION Y COMPACTAR RELLENAR CON MATERIAL DE LA e= 0.2 mm. POLIETILENO GRUESO DETALLE ZANJA DE INFILTRACION 5 45 ESC. 1:50 45 5 5 BOLONES DE 2 A 5" MAX. 5 5 5 200 cms. 5 <> TAPA H.C.V. TIPO CALZADA PVC-S D=300mm. INFILTRACION C 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PVC-S D=300mm. i=0.5% PVC-S D=300mm. i=0.5% ZANJA DE MALLA d8@20 HORMIGON H25 PLANTA INFILTRACION ESC. 1:25 DETALLE CAMARA DE LIMPIEZA DE DRENES 5 5 5 5 5 5 5 5 5 5 MALLA d8@20 HORMIGON H25 EMPLANTILLADO HORMIGON CORTE C-C TOPAS DESMONTABLES PVC-S PARA LIMPIEZA TAPA H.C.V. TIPO CALZADA TAPA H.C.V. TIPO CALZADA TAPA H.C.V. TIPO CALZADA TAPA H.C.V. TIPO CALZADA 5 5 TOPAS DESMONTABLES PVC-S PARA LIMPIEZA TAPA H.C.V. TIPO CALZADA D VARIABLE VARIABLE VARIABLE VARIABLE TOPAS DESMONTABLES PVC-S PARA LIMPIEZA 170Kg/cem/m3 170Kg/cem/m3 170Kg/cem/m3 5 5 5 5 5 5 5 5 5 5 5 i=0.5% MALLA d8@20 EMPLANTILLADO HORMIGON H170 HORMIGON H25 COLCHON DE AGUA CORTE B-B PVC-S D=300mm. TAPA H.C.V. TIPO CALZADA PVC-S D=315mm. i=3% PVC-S 315mm. DESCARGA A CAMARA PVC-S D=315mm. 5 5 5 5 5 COLECTOR AGUAS LLUVIAS PVC-S ml. 300mm. 3 ZANJA DE SUMIDERO CAMARA DECANTADORA No - TIPO S3 No - INFILTRACION ml. OTROS 116 - 1 5 58 DESIGNACION CALLE NUEVA 2 CALLE NUEVA 3 58 - - 1 PVC-S ml. 315mm. 19 4.5 4.5 CALLE NUEVA 1 PJE. NUEVO 1 PJE. NUEVO 2 3 - - - - 3 116 - - 10 - - - - - PVC-S D=400 mm. L=60 m.

Language	Spanish
Drawing Type	Detail
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Glass, Other
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, DETAIL, details, DWG, general, housings, kläranlage, plant, sewers, solution, subdivision, treatment plant